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Excavation Safety BCSP ASP CHST STSC STS
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- Опубліковано 26 жов 2023
- We review Excavation Safety BCSP ASP CHST STSC STS Examinations
Slide 15 C soil 1.5H:1V 34 degrees C = gravel, sandy, noncohesive, least stable,
It was a reversed on the video for type C soil.
Very informative video, I attended the session however came again to rewatch this video. Waiting for next session… huge respect for you Sir..
Thank you.
Great information! Thank you.
It's very informative and thank you so much for doing such a great job❤
Thank You
John, Question.
As per one of your question in video, slope classification is B, target depth is 8 ft, okay so slope would be wide open till top it would be 20 ft if its 4 ft wide. Do the excavation from the ground would start from 20 ft wide or first go to 8 ft down then make a slope with an angle of 45° and in the end it would be 20 ft wide.
thanks john love you
Hi John, please check the soil c type sloping ratio....OSHA says it should be 1.5H :1V ..8mins and 34seconds into the video
Yes. That should be 1.5H to 1V
Thank you Sir ...